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ARCHIVED REPORTS XR0011746
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ARCHIVED REPORTS XR0011746
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Last modified
11/19/2024 10:19:08 AM
Creation date
9/4/2019 11:01:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011746
RECORD_ID
PR0544801
PE
3528
FACILITY_ID
FA0003210
FACILITY_NAME
TEXACO TRUCK STOP
STREET_NUMBER
7500
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95378
APN
25015018
CURRENT_STATUS
02
SITE_LOCATION
7500 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Report: Groundwater-quality Monitoring—April 15,2003: 7500 West Eleventh Street, Tracy, CA. Page 7 <br /> PP =0.83 <br /> ` The depression in the elevation of the water table due to the presence of floating product <br /> is given by: <br /> , j <br /> W=T (pp/pw) (Equation 1) <br /> ,. i <br /> Where: <br /> W= the depression of the water table <br /> T = the thickness of floating product in the monitoring well <br /> pW = the specific gravity of the groundwater <br /> pp = the specific gravity of the floating product <br /> `1 <br /> Thus, in the case of the floating;product measured in well MW-7 on April 15, 2003: <br /> i <br /> W= 0.52 (0.83/1.0) = 0.43 ft. <br /> Accordingly, when drawing the contours shown on Figure 2, the elevation of the <br /> { > groundwater in well MW-7 was based on an assumed depth to groundwater of 9.33 ft. <br /> rather than the depth of 8.95 ft. actually measured. This yields a corrected groundwater <br /> r table elevation of 39.27 ft. MSL (which is shown on Figure 2) compared to the <br /> E uncorrected value of 38.84 ft MSL given in Table 1. <br /> In addition, the groundwater elevations in Wells MW-3A, MW-3B and MW-12A were <br /> _ not considered when the groundwater contours were drawn because, although small in <br /> magnitude, differences between the elevations of the groundwater in wells MW-3, MW- <br /> 3A and MW-3B and in MW-12 and MW-12A are sufficiently great to indicate that the <br /> groundwater monitored by the shallow well at the locations of each of those well clusters <br /> has different pieziometric pressures than that of the deeper wells in the same cluster and <br /> therefore must be assumed, at least locally, to monitor aquifers different from that <br /> monitored by the deeper wells. During the April 15, 2003 sampling round the <br /> groundwater level in Monitoring Well 3B, which is screened in an aquifer the top of <br /> which is some 37 ft. BGS, was 0.37 ft. lower than that in Monitoring Well 3, which is <br /> screened in the shallow, near-surface aquifer. This is consistent with the seasonal onset of <br /> agricultural irrigation which causes discharge into the near-aquifer. <br /> On April 15, 2003, the mean groundwater gradient in the shallow, near-surface aquifer <br /> beneath the site was approximately 0.003 ft/ft. Although there were some minor changes <br /> j in the details of the groundwater elevation contours, the direction ofgroundwater flow <br /> remained substantially unchanged from the north-northeasterly direction that has <br /> r prevailed since depths to groundwater were first measured in May 2000. <br /> sic <br /> i <br />
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